N 455000

Legend :

2.

BM

. 2

BM

. 1: U

nknown

~ Reference D

atum: 47 N

~ Zone: 99

~ Central M

eridian: U

niversal Traverse Mercator (U

TM)

~ Projection

: WG

S 84

~ Spheroid

: Unknow

n

All C

oordinates in Meters

Relationship of C

oordinates1. Reference N

otes :

E 190000

E 195000

N 460000

: Not confirm

ed accurate

E 200000

Balle

PLTU

2X110 MW

Buluh

Bukit Jaya

DISTR

ICT A

CEH

BAR

AT

SU

B-D

ISTR

ICT M

EU

REBO

Seum

ambe

BM

. 2E

188.151.000N

454.829.000E

lev. +2.889

BM

. 1E

188.266.000N

454.930.000E

lev. +3.034

BM

. 04E

193.929.093N

463.179,009E

lev. +3.034

BM

. 01E

196.026,596N

462.062,206E

lev. +3.034

BM

. 02E

195.014,746N

463.453,063E

lev. +3.034

IND

IAN O

CEAN

Cemetery

TO NAGAN RAYA

TO MEULABOH

Concession Boundary

DIS

TRIC

TN

AGA

N R

AYA

0+000

1+000

2+000

3+000

4+000

5+000

6+000

7+000

8+000

9+000 10+000

11+000

12+000

12+410

Nagan River

KO

REM

: Not confirm

ed accurate

Em

ail: info@rayhan.co.id

Tel:(62-21) 45867324 Fax:(62-21) 45867331

PR

OJEC

T

DR

AWN

DESIG

NEDS

HEET

TOTAL S

HEET

SCALE

DR

AW

ING

CH

ECKED

APPR

OVED

DATE

DATE

DATE

DATE

DATE

INTS.

DES

CR

IPTIO

NR

EVISION

DR

AW

ING

STATU

S

REVISIO

ND

RA

WIN

G N

o.

DR

AW

ING

TITLE

MED

IA DJAYA BER

SAMA H

AUL R

OAD

DY

11-09-2012

FSA11-09-2012

PC

11-09-2012

BH

11-09-2012

101

1 : 40,000

FOR

REV

IEWM

DB AC

CESS

RO

ADLAYO

UT PLAN

MD

B-LP-001-

BCDE A

RESO

UR

CE IN

DU

STRIES

PRO

POSED

JETTY

E 190000

N 460000

mediadjayabersama

See M

DB

-AR

-001 Sheet 1 of 21

See M

DB

-AR

-001 Sheet 2 of 21

See M

DB

-AR

-001 Sheet 3 of 21

See M

DB

-AR

-001 Sheet 4 of 21

See M

DB

-AR

-001 Sheet 5 of 21

See M

DB

-AR

-001 Sheet 6 of 21

See M

DB

-AR

-001 Sheet 7 of 21

See M

DB

-AR

-001 Sheet 8 of 21

See M

DB

-AR

-001 Sheet 10 of 21

See M

DB

-AR

-001 Sheet 11 of 21

See M

DB

-AR

-001 Sheet 12 of 21

See M

DB

-AR

-001 Sheet 13 of 21

See M

DB

-AR

-001 Sheet 14 of 21

See M

DB

-AR

-001 Sheet 15 of 21

See M

DB

-AR

-001 Sheet 16 of 21

See M

DB

-AR

-001 Sheet 17 of 21

See M

DB

-AR

-001 Sheet 9 of 21

See M

DB

-AR

-001 Sheet 18 of 21

See M

DB

-AR

-001 Sheet 19 of 21

See M

DB

-AR

-001 Sheet 20 of 21

See M

DB

-AR

-001 Sheet 21 of 21

Design R

oad

Storm

water out fall

Design D

rainage

Contour Interval 0.5 M

eter

Province R

oad

Land Acquisition

Existing S

urface Road

Benchm

arks

District N

ame

Cities

Rem

ove Land Conveyor and Public R

oad25 Jul 12

Rem

ove Safety B

erm and C

hange Verticle Alignment

10 Sep 12

To M

eulaboh

1 barrel, 1.2 meter dia, 21 m

eter long1 barrel, 0.8 m

eter dia, 21 meter long

1 barrel, 1.4 meter dia, 21 m

eter longEA EAEAEA

6 11

1 barrel, 0.6 meter dia, 21 m

eter longEA

1

1 barrel, 1.5 meter dia, 21 m

eter long

EA EA

BC

M173,740

M

Subgrade (14m

x 12,410m)

26,147C

ut to fill

173,740M

Borrow

to fill

Base course

ME

DIA

DJA

YA

BE

RS

AM

A H

AU

L RO

AD

CH

. 0+000 - CH

. 12+410

4 3 2 1 ID

the existing ground surface.

180,354

24,820LM

BC

M

Perim

eter drainageC

onstruct opened unlined drainage

Pavem

ent

Earthw

orks

Quantity

Unit

620,500C

lear all vegetation and deleterious material above

Task

QU

AN

TITIES

Clearing and G

rubbing (50m w

ide x 12,410m)

M

56

Sub base

M

173,740

Culverts

EA

Bridge

15.75 width,18 m

eter spanEA

1

EA

7G

eosyntheticsG

eosynthetics118,100

M

2 barrels, 1.4 meter dia, 21 m

eter long1

2 barrels, 0.6 meter dia, 21 m

eter long2

2 barrels, 1.2 meter dia, 21 m

eter long1 2

15.75 width,8 m

eter spanEA

1

LOKASI TIN

JAUAN

STA 3+000 s/d 4+500